ITHA BRIDGE
INELASTIC TIME HISTORY ANALYSIS BRIDGE
Bridge Description  
      
    
Bridge Configuration

Number of Spans   
Total length of the superstructure (m)   
Subtended angle that gives plan curvature (deg)
Superstructure Properties
Weight of the superstructure (kN/m)
Distance from the centroid to the bottom of the superstructure section (m)
Out-of-plane inertia of the superstructure section (m4)
In-plane inertia of the superstructure section (m4)
Elastic modulus of the superstructure (MPa)
Area of the superstructure section (m2)
Torsion constant of superstructure (m3)
Number of frame elements each span is divided in
Number of expansion joints in the superstructure
   
 
 


     
VLEE-UTPL  2008